Experimental study on geosynthetic-reinforced sand fill over marine clay with or without deep cement mixed soil columns under different loadings
Tài liệu tham khảo
Abusharar, 2009, A simplified method for analysis of a piled embankment reinforced with geosynthetics, Geotextiles and Geomembranes, 27, 39, 10.1016/j.geotexmem.2008.05.002
Ariyarathne, 2015, Review of existing design methods for geosynthetic-reinforced pile-supported embankments, Soils and Foundations, 55, 17, 10.1016/j.sandf.2014.12.002
Biswas, 2015, Behavior of geogrid reinforced foundation systems supported on clay subgrades of different strengths, International Journal of Geosynthetics and Ground Engineering, 1, 20, 10.1007/s40891-015-0023-5
BS 8006, 2010
Chen, 2008, A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression, Canadian Geotechnical Journal, 45, 611, 10.1139/T08-003
Chew, 2004, Physicochemical and engineering behavior of cement treated clays, Journal of geotechnical and geoenvironmental engineering, 130, 696, 10.1061/(ASCE)1090-0241(2004)130:7(696)
Demir, 2013, Large scale field tests on geogrid-reinforced granular fill underlain by clay soil, Geotextiles and Geomembranes, 38, 1, 10.1016/j.geotexmem.2012.05.007
El Sawwaf, 2007, Behavior of strip footing on geogrid-reinforced sand over a soft clay slope, Geotextiles and Geomembranes, 25, 50, 10.1016/j.geotexmem.2006.06.001
Espinoza, 1995, An integrated approach to evaluating single-layer reinforced soils, Geosynthetics International, 2, 723, 10.1680/gein.2.0033
Fei, 2009, Field test study and numerical analysis of a geogrid-reinforced and pile-supported embankment, Rock and Soil Mechanics, 30, 1004
Feng, 2019, Physical model study on the clay–sand interface without and with geotextile separator, Acta Geotechnica, 10.1007/s11440-019-00763-4
Hausmann, 1990
Ho, 2007
Kamruzzaman, 2006, Microstructure of cement-treated Singapore marine clay, Proceedings of the Institution of Civil Engineers - Ground Improvement, 10, 113, 10.1680/grim.2006.10.3.113
Kamruzzaman, 2009, Structuration and destructuration behavior of cement-treated Singapore marine clay, Journal of Geotechnical and Geoenvironmental Engineering, 135, 573, 10.1061/(ASCE)1090-0241(2009)135:4(573)
Kitazume, 2013
Lai, 2018, Classification and characteristics of soil arching structures in pile-supported embankments, Computers and Geotechnics, 98, 153, 10.1016/j.compgeo.2018.02.007
Liu, 2008, Analysis of treatment scheme for soft foundation on in expressway widening project and its verification, Chinese Journal of Rock Mechanics and Engineering, 27, 309
Low, 1994, Arching in piled embankments, Journal of Geotechnical Engineering, 120, 1917, 10.1061/(ASCE)0733-9410(1994)120:11(1917)
Rashid, 2015, Behaviour of weak soils reinforced with soil cement columns formed by the deep mixing method: Rigid and flexible footings, Measurement, 68, 262, 10.1016/j.measurement.2015.02.039
Roy, 2017, Bearing capacity of rectangular footings on multilayer geosynthetic sheet-reinforced granular fill over soft soil, International Journal of Geomechanics, 17, 04017069, 10.1061/(ASCE)GM.1943-5622.0000959
Russell, 1997, An assessment of design methods for piled embankments, Ground Engineering, 30, 39
Sexton, 2017, Creep improvement factors for vibro-replacement design, Proceedings of the Institution of Civil Engineers - Ground Improvement, 170, 35, 10.1680/jgrim.16.00029
Shukla, 2006
van Eekelen, 2011, Analysis and modification of the British Standard BS8006 for the design of piled embankments, Geotextiles and Geomembranes, 29, 345, 10.1016/j.geotexmem.2011.02.001
Yin, 2006, Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay, Geotechnique, 56, 63, 10.1680/geot.2006.56.1.63
Yin, 2010, Physical modeling of a footing on soft soil ground with deep cement mixed soil columns under vertical loading, Marine Georesources and Geotechnology, 28, 173, 10.1080/10641191003780872
Yin, 1994, Equivalent times and one-dimensional elastic viscoplastic modelling of time-dependent stress–strain behaviour of clays, Canadian Geotechnical Journal, 31, 42, 10.1139/t94-005
Yin, 1998, Strength and stiffness of Hong Kong marine deposits mixed with cement, Geotechnical Engineering, 29, 29
Zhang, 2013, Coupled mechanical and hydraulic modeling of a geosynthetic sheet-reinforced and pile-supported embankment, Computers and Geotechnics, 52, 28, 10.1016/j.compgeo.2013.03.003
Zhuang, 2014, A simplified model to analyze the reinforced piled embankments, Geotextiles and Geomembranes, 42, 154, 10.1016/j.geotexmem.2014.01.002
Bowles, 1996
Deb, 2007, Nonlinear analysis of multilayer extensible geosynthetic sheet-reinforced granular bed on soft soil, Geotechnical and Geological Engineering, 25, 11, 10.1007/s10706-006-0002-7
Labuz, 2005, Laboratory calibration of earth pressure cells, Geotechnical Testing Journal, 28, 188
